Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(stiffness modulus). Showing records 1 – 30 of 77 total matches.

[1] [2] [3]

Search Limiters

Last 2 Years | English Only

Levels

Languages

Country

▼ Search Limiters


Virginia Tech

1. Geyin, Mertcan. Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation.

Degree: MS, Civil Engineering, 2016, Virginia Tech

 Many offshore energy infrastructures are built on carbonate sands which are skeletal remains of marine organisms. Carbonate sands have a porous grain structure and are… (more)

Subjects/Keywords: Nanoindentation; Quartzitic; Carbonate; Young's Modulus; Hardness; Stiffness

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Geyin, M. (2016). Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/81274

Chicago Manual of Style (16th Edition):

Geyin, Mertcan. “Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation.” 2016. Masters Thesis, Virginia Tech. Accessed April 11, 2021. http://hdl.handle.net/10919/81274.

MLA Handbook (7th Edition):

Geyin, Mertcan. “Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation.” 2016. Web. 11 Apr 2021.

Vancouver:

Geyin M. Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10919/81274.

Council of Science Editors:

Geyin M. Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/81274


University of Alberta

2. Vaillant, Michele. The effect of the duration and amplitude of spinal manipulation therapy on the spinal stiffness of a feline model.

Degree: MSin Rehabilitation Science, Rehabilitation Medicine, 2010, University of Alberta

 Introduction: The purpose of this study was to determine the effect of spinal manipulation therapy (SMT) duration and amplitude on spinal stiffness. Methods: Simulated SMTs… (more)

Subjects/Keywords: Manipulation; Elastic Modulus; Spine; Stiffness; Manual Therapy; Reproducibility of Results

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Vaillant, M. (2010). The effect of the duration and amplitude of spinal manipulation therapy on the spinal stiffness of a feline model. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/08612n53m

Chicago Manual of Style (16th Edition):

Vaillant, Michele. “The effect of the duration and amplitude of spinal manipulation therapy on the spinal stiffness of a feline model.” 2010. Masters Thesis, University of Alberta. Accessed April 11, 2021. https://era.library.ualberta.ca/files/08612n53m.

MLA Handbook (7th Edition):

Vaillant, Michele. “The effect of the duration and amplitude of spinal manipulation therapy on the spinal stiffness of a feline model.” 2010. Web. 11 Apr 2021.

Vancouver:

Vaillant M. The effect of the duration and amplitude of spinal manipulation therapy on the spinal stiffness of a feline model. [Internet] [Masters thesis]. University of Alberta; 2010. [cited 2021 Apr 11]. Available from: https://era.library.ualberta.ca/files/08612n53m.

Council of Science Editors:

Vaillant M. The effect of the duration and amplitude of spinal manipulation therapy on the spinal stiffness of a feline model. [Masters Thesis]. University of Alberta; 2010. Available from: https://era.library.ualberta.ca/files/08612n53m


Texas A&M University

3. Kim, Woosik. A Micro-aspirator Chip Using Vacuum Expanded Microchannels for High-throughput Mechanical Characterization of Biological Cells.

Degree: MS, Biomedical Engineering, 2011, Texas A&M University

 This thesis presents the development of a micro-aspirator chip using vacuum expanded microchannels for mechanical characterization of single cells. Mechanical properties of cells can offer… (more)

Subjects/Keywords: Cell stiffness; Micropipette; Young's Modulus; Vacuum expansion; PDMS membrane

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kim, W. (2011). A Micro-aspirator Chip Using Vacuum Expanded Microchannels for High-throughput Mechanical Characterization of Biological Cells. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8459

Chicago Manual of Style (16th Edition):

Kim, Woosik. “A Micro-aspirator Chip Using Vacuum Expanded Microchannels for High-throughput Mechanical Characterization of Biological Cells.” 2011. Masters Thesis, Texas A&M University. Accessed April 11, 2021. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8459.

MLA Handbook (7th Edition):

Kim, Woosik. “A Micro-aspirator Chip Using Vacuum Expanded Microchannels for High-throughput Mechanical Characterization of Biological Cells.” 2011. Web. 11 Apr 2021.

Vancouver:

Kim W. A Micro-aspirator Chip Using Vacuum Expanded Microchannels for High-throughput Mechanical Characterization of Biological Cells. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8459.

Council of Science Editors:

Kim W. A Micro-aspirator Chip Using Vacuum Expanded Microchannels for High-throughput Mechanical Characterization of Biological Cells. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8459


University of Ottawa

4. Han, Zhong. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .

Degree: 2016, University of Ottawa

 Compacted soils are frequently used as subgrade for pavements as well as commercial and residential buildings. The stiffness and shear strength properties of compacted soils,… (more)

Subjects/Keywords: Stiffness; Shear strength; Unsaturated soil; Prediction; Pavement subgrade; Resilient modulus

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Han, Z. (2016). Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35059

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Thesis, University of Ottawa. Accessed April 11, 2021. http://hdl.handle.net/10393/35059.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Web. 11 Apr 2021.

Vancouver:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10393/35059.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/35059

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Virginia Tech

5. Hittel, Jonathan Erwin. Effect of Surface Chemistry and Young's Modulus on the Surface Motility of the Bacterium Pseudomonas Aeruginosa.

Degree: MS, Chemical Engineering, 2020, Virginia Tech

 This study demonstrates that the ability of the bacterium Pseudomonas aeruginosa to move on a solid surface is dependent on the surface chemistry of the… (more)

Subjects/Keywords: Biofilm; bacteria; Pseudomonas aeruginosa; surface chemistry; hydrophilicity; wettability; Young's modulus; stiffness

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hittel, J. E. (2020). Effect of Surface Chemistry and Young's Modulus on the Surface Motility of the Bacterium Pseudomonas Aeruginosa. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/96635

Chicago Manual of Style (16th Edition):

Hittel, Jonathan Erwin. “Effect of Surface Chemistry and Young's Modulus on the Surface Motility of the Bacterium Pseudomonas Aeruginosa.” 2020. Masters Thesis, Virginia Tech. Accessed April 11, 2021. http://hdl.handle.net/10919/96635.

MLA Handbook (7th Edition):

Hittel, Jonathan Erwin. “Effect of Surface Chemistry and Young's Modulus on the Surface Motility of the Bacterium Pseudomonas Aeruginosa.” 2020. Web. 11 Apr 2021.

Vancouver:

Hittel JE. Effect of Surface Chemistry and Young's Modulus on the Surface Motility of the Bacterium Pseudomonas Aeruginosa. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10919/96635.

Council of Science Editors:

Hittel JE. Effect of Surface Chemistry and Young's Modulus on the Surface Motility of the Bacterium Pseudomonas Aeruginosa. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/96635


University of Saskatchewan

6. Antunes, Jordan Nicholas. Stiffness Degradation and Sample Damage of the Lea Park Formation Shale for A Slow-Moving Landslide in South-Central Saskatchewan.

Degree: 2020, University of Saskatchewan

 Geotechnical structures built on shales with smectite can result in relatively conservative design or metastable structures. A smecititic shale will be hydrophilic and prone to… (more)

Subjects/Keywords: Stiffness; Shale; Landslide; Sample Damage; Modulus; Lea Park; Saskatchewan

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Antunes, J. N. (2020). Stiffness Degradation and Sample Damage of the Lea Park Formation Shale for A Slow-Moving Landslide in South-Central Saskatchewan. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/13093

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Antunes, Jordan Nicholas. “Stiffness Degradation and Sample Damage of the Lea Park Formation Shale for A Slow-Moving Landslide in South-Central Saskatchewan.” 2020. Thesis, University of Saskatchewan. Accessed April 11, 2021. http://hdl.handle.net/10388/13093.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Antunes, Jordan Nicholas. “Stiffness Degradation and Sample Damage of the Lea Park Formation Shale for A Slow-Moving Landslide in South-Central Saskatchewan.” 2020. Web. 11 Apr 2021.

Vancouver:

Antunes JN. Stiffness Degradation and Sample Damage of the Lea Park Formation Shale for A Slow-Moving Landslide in South-Central Saskatchewan. [Internet] [Thesis]. University of Saskatchewan; 2020. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10388/13093.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Antunes JN. Stiffness Degradation and Sample Damage of the Lea Park Formation Shale for A Slow-Moving Landslide in South-Central Saskatchewan. [Thesis]. University of Saskatchewan; 2020. Available from: http://hdl.handle.net/10388/13093

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Southern California

7. Nayar, Vinod Timothy. Viscoelastic characterization of soft biological materials.

Degree: PhD, Biomedical Engineering, 2012, University of Southern California

 Progressive and irreversible retinal diseases are among the primary causes of blindness in the United States, attacking the cells in the eye that transform environmental… (more)

Subjects/Keywords: mechanical; mechanical characterization; eye tissue; sclera; choroid; retina; nanoindentation; elastic; viscoelastic; quasistatic; compression; retinal implants; medical devices; modulus; elastic modulus; storage modulus; loss modulus; stiffness; porcine; agar

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Nayar, V. T. (2012). Viscoelastic characterization of soft biological materials. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/23901/rec/7841

Chicago Manual of Style (16th Edition):

Nayar, Vinod Timothy. “Viscoelastic characterization of soft biological materials.” 2012. Doctoral Dissertation, University of Southern California. Accessed April 11, 2021. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/23901/rec/7841.

MLA Handbook (7th Edition):

Nayar, Vinod Timothy. “Viscoelastic characterization of soft biological materials.” 2012. Web. 11 Apr 2021.

Vancouver:

Nayar VT. Viscoelastic characterization of soft biological materials. [Internet] [Doctoral dissertation]. University of Southern California; 2012. [cited 2021 Apr 11]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/23901/rec/7841.

Council of Science Editors:

Nayar VT. Viscoelastic characterization of soft biological materials. [Doctoral Dissertation]. University of Southern California; 2012. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/23901/rec/7841


University of Georgia

8. Wang, Xiongfei. Modeling changes in strength and stiffness of loblolly pine wood.

Degree: 2014, University of Georgia

 Many landowners manage their plantations using intensive treatments to accelerate tree growth rate. Forest industry and wood buyers realize that intensively grown pine produces large… (more)

Subjects/Keywords: wood quality; strength; Modulus of Rupture; stiffness; Modulus of Elasticity; static bending; loblolly pine; prediction model; silviculture; regression.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Wang, X. (2014). Modeling changes in strength and stiffness of loblolly pine wood. (Thesis). University of Georgia. Retrieved from http://hdl.handle.net/10724/21204

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Wang, Xiongfei. “Modeling changes in strength and stiffness of loblolly pine wood.” 2014. Thesis, University of Georgia. Accessed April 11, 2021. http://hdl.handle.net/10724/21204.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Wang, Xiongfei. “Modeling changes in strength and stiffness of loblolly pine wood.” 2014. Web. 11 Apr 2021.

Vancouver:

Wang X. Modeling changes in strength and stiffness of loblolly pine wood. [Internet] [Thesis]. University of Georgia; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10724/21204.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Wang X. Modeling changes in strength and stiffness of loblolly pine wood. [Thesis]. University of Georgia; 2014. Available from: http://hdl.handle.net/10724/21204

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Manitoba

9. Ahmeduzzaman, Mohammad. Performance based characterization of virgin and recycled aggregate base materials.

Degree: Civil Engineering, 2016, University of Manitoba

 Characterization of the effect of physical properties on the performance such as stiffness and drainage of unbound granular materials is necessary in order to incorporate… (more)

Subjects/Keywords: Unbound Granular Materials; Characterization; Stiffness; Specification; Resilient Modulus; Permanent Deformation; Recycled aggregate

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ahmeduzzaman, M. (2016). Performance based characterization of virgin and recycled aggregate base materials. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31686

Chicago Manual of Style (16th Edition):

Ahmeduzzaman, Mohammad. “Performance based characterization of virgin and recycled aggregate base materials.” 2016. Masters Thesis, University of Manitoba. Accessed April 11, 2021. http://hdl.handle.net/1993/31686.

MLA Handbook (7th Edition):

Ahmeduzzaman, Mohammad. “Performance based characterization of virgin and recycled aggregate base materials.” 2016. Web. 11 Apr 2021.

Vancouver:

Ahmeduzzaman M. Performance based characterization of virgin and recycled aggregate base materials. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/1993/31686.

Council of Science Editors:

Ahmeduzzaman M. Performance based characterization of virgin and recycled aggregate base materials. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31686


Delft University of Technology

10. Prinsse, Silke (author). Alkali-activated concrete: development of material properties (strength and stiffness) and flexural behaviour of reinforced beams over time.

Degree: 2017, Delft University of Technology

 Ordinary Portland Cement (OPC) consumption has grown nearly exponentially in the last twenty years. OPC has become the highest-volume manufactured product on the planet. Production… (more)

Subjects/Keywords: alkali-activated concrete; development of strength; development of stiffness; e-modulus; AAC; AAS

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Prinsse, S. (. (2017). Alkali-activated concrete: development of material properties (strength and stiffness) and flexural behaviour of reinforced beams over time. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:975bf22e-4884-4ea2-8862-0bee8e7c1121

Chicago Manual of Style (16th Edition):

Prinsse, Silke (author). “Alkali-activated concrete: development of material properties (strength and stiffness) and flexural behaviour of reinforced beams over time.” 2017. Masters Thesis, Delft University of Technology. Accessed April 11, 2021. http://resolver.tudelft.nl/uuid:975bf22e-4884-4ea2-8862-0bee8e7c1121.

MLA Handbook (7th Edition):

Prinsse, Silke (author). “Alkali-activated concrete: development of material properties (strength and stiffness) and flexural behaviour of reinforced beams over time.” 2017. Web. 11 Apr 2021.

Vancouver:

Prinsse S(. Alkali-activated concrete: development of material properties (strength and stiffness) and flexural behaviour of reinforced beams over time. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Apr 11]. Available from: http://resolver.tudelft.nl/uuid:975bf22e-4884-4ea2-8862-0bee8e7c1121.

Council of Science Editors:

Prinsse S(. Alkali-activated concrete: development of material properties (strength and stiffness) and flexural behaviour of reinforced beams over time. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:975bf22e-4884-4ea2-8862-0bee8e7c1121


Duke University

11. Camras, Lucinda. The Relationship of Trabecular Meshwork Stiffness and Outflow Function .

Degree: 2013, Duke University

  The trabecular meshwork (TM) is comparable to a bioactive filter that plays a major role in regulating outflow of aqueous humor of the eye… (more)

Subjects/Keywords: Biomedical engineering; Ophthalmology; Biomechanics; Glaucoma; Outflow Facility; Stiffness; Trabecular Meshwork; Young's modulus

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Camras, L. (2013). The Relationship of Trabecular Meshwork Stiffness and Outflow Function . (Thesis). Duke University. Retrieved from http://hdl.handle.net/10161/7160

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Camras, Lucinda. “The Relationship of Trabecular Meshwork Stiffness and Outflow Function .” 2013. Thesis, Duke University. Accessed April 11, 2021. http://hdl.handle.net/10161/7160.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Camras, Lucinda. “The Relationship of Trabecular Meshwork Stiffness and Outflow Function .” 2013. Web. 11 Apr 2021.

Vancouver:

Camras L. The Relationship of Trabecular Meshwork Stiffness and Outflow Function . [Internet] [Thesis]. Duke University; 2013. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10161/7160.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Camras L. The Relationship of Trabecular Meshwork Stiffness and Outflow Function . [Thesis]. Duke University; 2013. Available from: http://hdl.handle.net/10161/7160

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Waterloo

12. Nafo, Wanis. Experimental and Analytical Investigation of the Cavity Expansion Method for Mechanical Characterization of Soft Materials.

Degree: 2016, University of Waterloo

 In biomedical engineering, the mechanical properties of biological tissues are commonly determined by using conventional methods such as tensile stretching, confined and unconfined compression, indentation… (more)

Subjects/Keywords: Young’s modulus; Spherical expansion; Unconfined compression; Finite element model; Evaluated stiffness; Radial displacement; Tensile test

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Nafo, W. (2016). Experimental and Analytical Investigation of the Cavity Expansion Method for Mechanical Characterization of Soft Materials. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10327

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Nafo, Wanis. “Experimental and Analytical Investigation of the Cavity Expansion Method for Mechanical Characterization of Soft Materials.” 2016. Thesis, University of Waterloo. Accessed April 11, 2021. http://hdl.handle.net/10012/10327.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Nafo, Wanis. “Experimental and Analytical Investigation of the Cavity Expansion Method for Mechanical Characterization of Soft Materials.” 2016. Web. 11 Apr 2021.

Vancouver:

Nafo W. Experimental and Analytical Investigation of the Cavity Expansion Method for Mechanical Characterization of Soft Materials. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10012/10327.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Nafo W. Experimental and Analytical Investigation of the Cavity Expansion Method for Mechanical Characterization of Soft Materials. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10327

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of New South Wales

13. Paul, Dalim. Characterisation of Lightly Stabilised Granular Materials by Various Laboratory Testing Methods.

Degree: Engineering & Information Technology Canberra, 2012, University of New South Wales

 Light cementitious stabilisation is a cost effective technique for improving the mechanical properties of granular base materials and is often used for constructing new as… (more)

Subjects/Keywords: Stiffness modulus; Lightly stabilised materials; Characterisation; Fatigue life; Permanent deformation; Back-calculation; Nonlinear behaviour; Ageing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Paul, D. (2012). Characterisation of Lightly Stabilised Granular Materials by Various Laboratory Testing Methods. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/52205 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10875/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Paul, Dalim. “Characterisation of Lightly Stabilised Granular Materials by Various Laboratory Testing Methods.” 2012. Doctoral Dissertation, University of New South Wales. Accessed April 11, 2021. http://handle.unsw.edu.au/1959.4/52205 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10875/SOURCE01?view=true.

MLA Handbook (7th Edition):

Paul, Dalim. “Characterisation of Lightly Stabilised Granular Materials by Various Laboratory Testing Methods.” 2012. Web. 11 Apr 2021.

Vancouver:

Paul D. Characterisation of Lightly Stabilised Granular Materials by Various Laboratory Testing Methods. [Internet] [Doctoral dissertation]. University of New South Wales; 2012. [cited 2021 Apr 11]. Available from: http://handle.unsw.edu.au/1959.4/52205 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10875/SOURCE01?view=true.

Council of Science Editors:

Paul D. Characterisation of Lightly Stabilised Granular Materials by Various Laboratory Testing Methods. [Doctoral Dissertation]. University of New South Wales; 2012. Available from: http://handle.unsw.edu.au/1959.4/52205 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10875/SOURCE01?view=true


University of Kentucky

14. Curd, Jason M. Unsaturated Soil Parameters From Field Stiffness Measurements.

Degree: 2013, University of Kentucky

 The behavior of unsaturated soils depends heavily on material properties and soil conditions. In Geotechnical Engineering, compacted soils are frequently used as fill material, and… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Shear Modulus; Soil Stiffness; Shear Wave Velocity; Geogauge; Civil Engineering; Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Curd, J. M. (2013). Unsaturated Soil Parameters From Field Stiffness Measurements. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/11

Chicago Manual of Style (16th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Masters Thesis, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/11.

MLA Handbook (7th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Web. 11 Apr 2021.

Vancouver:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/11.

Council of Science Editors:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Masters Thesis]. University of Kentucky; 2013. Available from: https://uknowledge.uky.edu/ce_etds/11


University of Western Ontario

15. Ahmad, Saeed. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.

Degree: 2016, University of Western Ontario

 The shear wave velocity (Vs) and shear modulus (G) are important parameters that are required when dealing with a variety of geotechnical problems covering a… (more)

Subjects/Keywords: Piezoelectric ring actuators; shear wave velocity; low-strain shear modulus; dynamic shear modulus; stiffness; oedometer; cyclic triaxial; static triaxial; cohesive soils; sands; empirical correlations.; Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ahmad, S. (2016). Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/3490

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ahmad, Saeed. “Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.” 2016. Thesis, University of Western Ontario. Accessed April 11, 2021. https://ir.lib.uwo.ca/etd/3490.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ahmad, Saeed. “Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.” 2016. Web. 11 Apr 2021.

Vancouver:

Ahmad S. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2021 Apr 11]. Available from: https://ir.lib.uwo.ca/etd/3490.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ahmad S. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/3490

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Virginia Tech

16. Yoo, Jiyoun. Modeling Compressive Stress Distributions at the Interface between a Pallet Deck and Distribution Packaging.

Degree: PhD, Wood Science and Forest Products, 2011, Virginia Tech

 Three components, a pallet, packaging, and material handling equipment, of the unit load portion of the supply chain are physically and mechanically interacting during product… (more)

Subjects/Keywords: Compressive stress distributions; Testing; Modulus of Elasticity; Rotation modulus; Modeling; Joint fixity; Pallet and packaging stiffness; Pallet decks; Packaging; Beam on an elastic foundation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Yoo, J. (2011). Modeling Compressive Stress Distributions at the Interface between a Pallet Deck and Distribution Packaging. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/39939

Chicago Manual of Style (16th Edition):

Yoo, Jiyoun. “Modeling Compressive Stress Distributions at the Interface between a Pallet Deck and Distribution Packaging.” 2011. Doctoral Dissertation, Virginia Tech. Accessed April 11, 2021. http://hdl.handle.net/10919/39939.

MLA Handbook (7th Edition):

Yoo, Jiyoun. “Modeling Compressive Stress Distributions at the Interface between a Pallet Deck and Distribution Packaging.” 2011. Web. 11 Apr 2021.

Vancouver:

Yoo J. Modeling Compressive Stress Distributions at the Interface between a Pallet Deck and Distribution Packaging. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10919/39939.

Council of Science Editors:

Yoo J. Modeling Compressive Stress Distributions at the Interface between a Pallet Deck and Distribution Packaging. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/39939

17. Bruno de Castro Ferreira Barreto. Avaliação comparativa da resistência à flexão, módulo flexural e rigidez das dentinas humanas e bovinas.

Degree: 2009, Federal University of Uberlândia

Human teeth have been replaced by bovine in laboratory tests and the results questioned due differences in their mechanical properties. The purpose of this study… (more)

Subjects/Keywords: Módulo flexural; Rigidez; ODONTOLOGIA; Materiais dentários; Dentin; Biomechanics; Flexural strength; Flexural modulus; Stiffness; Dentina; Biomecânica; Resistência à flexão

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Barreto, B. d. C. F. (2009). Avaliação comparativa da resistência à flexão, módulo flexural e rigidez das dentinas humanas e bovinas. (Thesis). Federal University of Uberlândia. Retrieved from http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=2637 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=2638

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Barreto, Bruno de Castro Ferreira. “Avaliação comparativa da resistência à flexão, módulo flexural e rigidez das dentinas humanas e bovinas.” 2009. Thesis, Federal University of Uberlândia. Accessed April 11, 2021. http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=2637 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=2638.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Barreto, Bruno de Castro Ferreira. “Avaliação comparativa da resistência à flexão, módulo flexural e rigidez das dentinas humanas e bovinas.” 2009. Web. 11 Apr 2021.

Vancouver:

Barreto BdCF. Avaliação comparativa da resistência à flexão, módulo flexural e rigidez das dentinas humanas e bovinas. [Internet] [Thesis]. Federal University of Uberlândia; 2009. [cited 2021 Apr 11]. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=2637 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=2638.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Barreto BdCF. Avaliação comparativa da resistência à flexão, módulo flexural e rigidez das dentinas humanas e bovinas. [Thesis]. Federal University of Uberlândia; 2009. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=2637 ; http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=2638

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Guelph

18. Gsell, Kelsey. Lumbar multifidus and erector spinae muscle fibre passive stiffness is lower in conjunction with greater lumbar spine neutral zone stiffness in ENT1-deficient mice.

Degree: MS, Department of Human Health and Nutritional Sciences, 2016, University of Guelph

 Mice lacking equilibrative nucleoside transporter 1 (ENT1) develop progressive ectopic mineralization of the fibrous connective tissues of the spine. This likely results in a spine… (more)

Subjects/Keywords: biomechanics; muscle; neutral zone; multifidus; erector spinae; axial loading; passive stiffness; elastic modulus; ENT1; mice; lumbar spine

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Gsell, K. (2016). Lumbar multifidus and erector spinae muscle fibre passive stiffness is lower in conjunction with greater lumbar spine neutral zone stiffness in ENT1-deficient mice. (Masters Thesis). University of Guelph. Retrieved from https://atrium.lib.uoguelph.ca/xmlui/handle/10214/9912

Chicago Manual of Style (16th Edition):

Gsell, Kelsey. “Lumbar multifidus and erector spinae muscle fibre passive stiffness is lower in conjunction with greater lumbar spine neutral zone stiffness in ENT1-deficient mice.” 2016. Masters Thesis, University of Guelph. Accessed April 11, 2021. https://atrium.lib.uoguelph.ca/xmlui/handle/10214/9912.

MLA Handbook (7th Edition):

Gsell, Kelsey. “Lumbar multifidus and erector spinae muscle fibre passive stiffness is lower in conjunction with greater lumbar spine neutral zone stiffness in ENT1-deficient mice.” 2016. Web. 11 Apr 2021.

Vancouver:

Gsell K. Lumbar multifidus and erector spinae muscle fibre passive stiffness is lower in conjunction with greater lumbar spine neutral zone stiffness in ENT1-deficient mice. [Internet] [Masters thesis]. University of Guelph; 2016. [cited 2021 Apr 11]. Available from: https://atrium.lib.uoguelph.ca/xmlui/handle/10214/9912.

Council of Science Editors:

Gsell K. Lumbar multifidus and erector spinae muscle fibre passive stiffness is lower in conjunction with greater lumbar spine neutral zone stiffness in ENT1-deficient mice. [Masters Thesis]. University of Guelph; 2016. Available from: https://atrium.lib.uoguelph.ca/xmlui/handle/10214/9912


Brigham Young University

19. Wilson, Bryan T. Strength and Deformation Characteristics of a Cement-Treated Reclaimed Pavement with a Chip Seal.

Degree: MS, 2011, Brigham Young University

  The objective of this research was to analyze the strength and deformation characteristics of a cement-treated base (CTB) constructed using full-depth reclamation, microcracked, and… (more)

Subjects/Keywords: cement stabilization; cement-treated base; chip seal; distress; full-depth reclamation; microcracking; modulus; stiffness; roughness; rutting; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Wilson, B. T. (2011). Strength and Deformation Characteristics of a Cement-Treated Reclaimed Pavement with a Chip Seal. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3611&context=etd

Chicago Manual of Style (16th Edition):

Wilson, Bryan T. “Strength and Deformation Characteristics of a Cement-Treated Reclaimed Pavement with a Chip Seal.” 2011. Masters Thesis, Brigham Young University. Accessed April 11, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3611&context=etd.

MLA Handbook (7th Edition):

Wilson, Bryan T. “Strength and Deformation Characteristics of a Cement-Treated Reclaimed Pavement with a Chip Seal.” 2011. Web. 11 Apr 2021.

Vancouver:

Wilson BT. Strength and Deformation Characteristics of a Cement-Treated Reclaimed Pavement with a Chip Seal. [Internet] [Masters thesis]. Brigham Young University; 2011. [cited 2021 Apr 11]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3611&context=etd.

Council of Science Editors:

Wilson BT. Strength and Deformation Characteristics of a Cement-Treated Reclaimed Pavement with a Chip Seal. [Masters Thesis]. Brigham Young University; 2011. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3611&context=etd


Brigham Young University

20. Tryon, Joshua Edwin. Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections.

Degree: MS, 2016, Brigham Young University

 Despite the crucial role they play in transferring loads from the superstructure to the foundation, steel column-to-footing connections have received little attention in research. Though… (more)

Subjects/Keywords: steel column-to-footing connections; stiffness; embedment; beam on elastic foundation; modeling; foundations; modulus of subgrade reaction; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Tryon, J. E. (2016). Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6821&context=etd

Chicago Manual of Style (16th Edition):

Tryon, Joshua Edwin. “Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections.” 2016. Masters Thesis, Brigham Young University. Accessed April 11, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6821&context=etd.

MLA Handbook (7th Edition):

Tryon, Joshua Edwin. “Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections.” 2016. Web. 11 Apr 2021.

Vancouver:

Tryon JE. Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections. [Internet] [Masters thesis]. Brigham Young University; 2016. [cited 2021 Apr 11]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6821&context=etd.

Council of Science Editors:

Tryon JE. Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections. [Masters Thesis]. Brigham Young University; 2016. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6821&context=etd


Brigham Young University

21. Gurney, Lisa Renay. Compositional and Structural Properties of Emulsion-Treated Base Material: 7800 South in West Jordan, Utah.

Degree: MS, 2013, Brigham Young University

 The objectives of this research were 1) to examine correlations between compositional and structural properties of emulsion-treated base (ETB) layers, determine which of these factors… (more)

Subjects/Keywords: asphalt emulsion; emulsion-treated base; full-depth reclamation; modulus; reclaimed asphalt pavement; stabilization; stiffness; strength gain; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Gurney, L. R. (2013). Compositional and Structural Properties of Emulsion-Treated Base Material: 7800 South in West Jordan, Utah. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4791&context=etd

Chicago Manual of Style (16th Edition):

Gurney, Lisa Renay. “Compositional and Structural Properties of Emulsion-Treated Base Material: 7800 South in West Jordan, Utah.” 2013. Masters Thesis, Brigham Young University. Accessed April 11, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4791&context=etd.

MLA Handbook (7th Edition):

Gurney, Lisa Renay. “Compositional and Structural Properties of Emulsion-Treated Base Material: 7800 South in West Jordan, Utah.” 2013. Web. 11 Apr 2021.

Vancouver:

Gurney LR. Compositional and Structural Properties of Emulsion-Treated Base Material: 7800 South in West Jordan, Utah. [Internet] [Masters thesis]. Brigham Young University; 2013. [cited 2021 Apr 11]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4791&context=etd.

Council of Science Editors:

Gurney LR. Compositional and Structural Properties of Emulsion-Treated Base Material: 7800 South in West Jordan, Utah. [Masters Thesis]. Brigham Young University; 2013. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4791&context=etd


University of Florida

22. Sharma, Ashesh. Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2013, University of Florida

 A novel method involving the use of micro-mechanical analysis to predict elastic constants of a unidirectional fiber-reinforced composite is proposed. The method revolves around a… (more)

Subjects/Keywords: Boundary conditions; Composite materials; Finite element analysis; Materials science; Mathematical variables; Micromechanics; Modeling; Parametric models; Shear modulus; Stiffness matrix; composites  – micromechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Sharma, A. (2013). Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties. (Masters Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0045554

Chicago Manual of Style (16th Edition):

Sharma, Ashesh. “Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties.” 2013. Masters Thesis, University of Florida. Accessed April 11, 2021. https://ufdc.ufl.edu/UFE0045554.

MLA Handbook (7th Edition):

Sharma, Ashesh. “Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties.” 2013. Web. 11 Apr 2021.

Vancouver:

Sharma A. Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2021 Apr 11]. Available from: https://ufdc.ufl.edu/UFE0045554.

Council of Science Editors:

Sharma A. Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties. [Masters Thesis]. University of Florida; 2013. Available from: https://ufdc.ufl.edu/UFE0045554


Brno University of Technology

23. Pěch, Pavel. Vliv přípravy vzorků na modul tuhosti asfaltových směsí: Influence of the sample preparation on the stiffness of asphalt mixtures.

Degree: 2019, Brno University of Technology

 The Bachelor thesis deals with influence of the preparation of probationary bodies to determine of modulus of stiffness. Bodies in the form trapezoid are prepared… (more)

Subjects/Keywords: Asfaltové směsi; zkušební vzorky; modul tuhosti; obrusná vrstva; podkladní vrstva; Bituminous mixtures; test samples; stiffness modulus; wearing course; base layer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pěch, P. (2019). Vliv přípravy vzorků na modul tuhosti asfaltových směsí: Influence of the sample preparation on the stiffness of asphalt mixtures. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15267

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pěch, Pavel. “Vliv přípravy vzorků na modul tuhosti asfaltových směsí: Influence of the sample preparation on the stiffness of asphalt mixtures.” 2019. Thesis, Brno University of Technology. Accessed April 11, 2021. http://hdl.handle.net/11012/15267.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pěch, Pavel. “Vliv přípravy vzorků na modul tuhosti asfaltových směsí: Influence of the sample preparation on the stiffness of asphalt mixtures.” 2019. Web. 11 Apr 2021.

Vancouver:

Pěch P. Vliv přípravy vzorků na modul tuhosti asfaltových směsí: Influence of the sample preparation on the stiffness of asphalt mixtures. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11012/15267.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pěch P. Vliv přípravy vzorků na modul tuhosti asfaltových směsí: Influence of the sample preparation on the stiffness of asphalt mixtures. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/15267

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Louisiana State University

24. Nazzal, Munir Darwish. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.

Degree: MSCE, Civil and Environmental Engineering, 2003, Louisiana State University

 With the coming changes from an empirical to mechanistic-empirical pavement design, it becomes essential to move towards changing the quality control/quality assurance (QC/QA) procedures of… (more)

Subjects/Keywords: pavemnet construction; geogauge; DCP; LFWD; stiffness modulus; FWD; CBR

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Nazzal, M. D. (2003). Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. (Masters Thesis). Louisiana State University. Retrieved from etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002

Chicago Manual of Style (16th Edition):

Nazzal, Munir Darwish. “Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.” 2003. Masters Thesis, Louisiana State University. Accessed April 11, 2021. etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002.

MLA Handbook (7th Edition):

Nazzal, Munir Darwish. “Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.” 2003. Web. 11 Apr 2021.

Vancouver:

Nazzal MD. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. [Internet] [Masters thesis]. Louisiana State University; 2003. [cited 2021 Apr 11]. Available from: etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002.

Council of Science Editors:

Nazzal MD. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. [Masters Thesis]. Louisiana State University; 2003. Available from: etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002


University of Kentucky

25. Walton-Macaulay, Corrie. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.

Degree: 2015, University of Kentucky

 The objective of this research study is to determine whether the soil stiffness, from which the small-strain shear modulus is determined, can be used to… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Compacted Clay; Soil-Water Characteristic Curve; Shear Modulus; Soil Stiffness; Shear Strength.; Civil Engineering; Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Walton-Macaulay, C. (2015). PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/28

Chicago Manual of Style (16th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Doctoral Dissertation, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/28.

MLA Handbook (7th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Web. 11 Apr 2021.

Vancouver:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Internet] [Doctoral dissertation]. University of Kentucky; 2015. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/28.

Council of Science Editors:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Doctoral Dissertation]. University of Kentucky; 2015. Available from: https://uknowledge.uky.edu/ce_etds/28


University of New South Wales

26. Theivakularatnam, Mathanraj. Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials.

Degree: Engineering & Information Technology, 2015, University of New South Wales

 The mechanical properties of lightly stabilised granular base materials are considerably affected by in-situ environmental conditions such as freeze-thaw (f-t), wet-dry (w-t) actions and changes… (more)

Subjects/Keywords: Lightly stabilised materials; Stabilisation; Cementitious binders; Characterisation; Stiffness modulus; Durability; Freeze-thaw; Wet-dry; Fatigue life; Permanent deformation; Back-calculation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Theivakularatnam, M. (2015). Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/55254 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36902/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Theivakularatnam, Mathanraj. “Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials.” 2015. Doctoral Dissertation, University of New South Wales. Accessed April 11, 2021. http://handle.unsw.edu.au/1959.4/55254 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36902/SOURCE02?view=true.

MLA Handbook (7th Edition):

Theivakularatnam, Mathanraj. “Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials.” 2015. Web. 11 Apr 2021.

Vancouver:

Theivakularatnam M. Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials. [Internet] [Doctoral dissertation]. University of New South Wales; 2015. [cited 2021 Apr 11]. Available from: http://handle.unsw.edu.au/1959.4/55254 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36902/SOURCE02?view=true.

Council of Science Editors:

Theivakularatnam M. Durability Assessment and Permanent Deformation Characterisation of Lightly Stabilised Granular Base Materials. [Doctoral Dissertation]. University of New South Wales; 2015. Available from: http://handle.unsw.edu.au/1959.4/55254 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:36902/SOURCE02?view=true

27. Almeida Júnior, Pedro Orlando Borges de. COMPORTAMENTO MECÂNICO DE CONCRETOS ASFÁLTICOS COM DIFERENTES GRANULOMETRIAS, LIGANTES E MÉTODOS DE DOSAGEM.

Degree: 2016, Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

The degradation of the pavement has grown considerably due to the modification of traffic characteristics. It was… (more)

Subjects/Keywords: Rigidez; Deformação permanente; Módulo complexo; Flow number; Stiffness; Permanent deformation; Complex modulus; Flow number; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Almeida Júnior, P. O. B. d. (2016). COMPORTAMENTO MECÂNICO DE CONCRETOS ASFÁLTICOS COM DIFERENTES GRANULOMETRIAS, LIGANTES E MÉTODOS DE DOSAGEM. (Masters Thesis). Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil. Retrieved from http://repositorio.ufsm.br/handle/1/7925

Chicago Manual of Style (16th Edition):

Almeida Júnior, Pedro Orlando Borges de. “COMPORTAMENTO MECÂNICO DE CONCRETOS ASFÁLTICOS COM DIFERENTES GRANULOMETRIAS, LIGANTES E MÉTODOS DE DOSAGEM.” 2016. Masters Thesis, Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil. Accessed April 11, 2021. http://repositorio.ufsm.br/handle/1/7925.

MLA Handbook (7th Edition):

Almeida Júnior, Pedro Orlando Borges de. “COMPORTAMENTO MECÂNICO DE CONCRETOS ASFÁLTICOS COM DIFERENTES GRANULOMETRIAS, LIGANTES E MÉTODOS DE DOSAGEM.” 2016. Web. 11 Apr 2021.

Vancouver:

Almeida Júnior POBd. COMPORTAMENTO MECÂNICO DE CONCRETOS ASFÁLTICOS COM DIFERENTES GRANULOMETRIAS, LIGANTES E MÉTODOS DE DOSAGEM. [Internet] [Masters thesis]. Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil; 2016. [cited 2021 Apr 11]. Available from: http://repositorio.ufsm.br/handle/1/7925.

Council of Science Editors:

Almeida Júnior POBd. COMPORTAMENTO MECÂNICO DE CONCRETOS ASFÁLTICOS COM DIFERENTES GRANULOMETRIAS, LIGANTES E MÉTODOS DE DOSAGEM. [Masters Thesis]. Universidade Federal de Santa Maria; Programa de Pós-Graduação em Engenharia Civil; UFSM; BR; Engenharia Civil; 2016. Available from: http://repositorio.ufsm.br/handle/1/7925


Brno University of Technology

28. Havlíček, Jaroslav. Tuhost zemin v oboru malých přetvoření a způsoby jejího měření: Small strain stiffness of soils and methods of its measurement.

Degree: 2020, Brno University of Technology

 This thesis consists of theoretical and practical part. Firstly, the soil behaviour at small-strain range and its physical nature are described. Subsequently, the individual soil… (more)

Subjects/Keywords: Tuhost zemin při velmi malých přetvořeních; smykový modul; bender elementy; laboratorní měření; měření frekvence; geotechnika; Small-strain stiffness of soils; shear modulus; bender elements; laboratory measurements; frequency measurements; geotechnical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Havlíček, J. (2020). Tuhost zemin v oboru malých přetvoření a způsoby jejího měření: Small strain stiffness of soils and methods of its measurement. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/190601

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Havlíček, Jaroslav. “Tuhost zemin v oboru malých přetvoření a způsoby jejího měření: Small strain stiffness of soils and methods of its measurement.” 2020. Thesis, Brno University of Technology. Accessed April 11, 2021. http://hdl.handle.net/11012/190601.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Havlíček, Jaroslav. “Tuhost zemin v oboru malých přetvoření a způsoby jejího měření: Small strain stiffness of soils and methods of its measurement.” 2020. Web. 11 Apr 2021.

Vancouver:

Havlíček J. Tuhost zemin v oboru malých přetvoření a způsoby jejího měření: Small strain stiffness of soils and methods of its measurement. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/11012/190601.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Havlíček J. Tuhost zemin v oboru malých přetvoření a způsoby jejího měření: Small strain stiffness of soils and methods of its measurement. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/190601

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Universidade Nova

29. Nunes, João Miguel Matos. Adaptive Tuned Mass Damper (ATMD) based in shape-memory alloy (SMA) elements.

Degree: 2016, Universidade Nova

 The unique features of shape memory alloys (SMA) gives them an unmatched ability to be implemented in several fields of engineering. Considering their phase shift… (more)

Subjects/Keywords: Shape memory alloys; Elastic modulus; Vibration control systems; Suppressor; Tuned mass damper; Variable stiffness; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Nunes, J. M. M. (2016). Adaptive Tuned Mass Damper (ATMD) based in shape-memory alloy (SMA) elements. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/18294

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Nunes, João Miguel Matos. “Adaptive Tuned Mass Damper (ATMD) based in shape-memory alloy (SMA) elements.” 2016. Thesis, Universidade Nova. Accessed April 11, 2021. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/18294.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Nunes, João Miguel Matos. “Adaptive Tuned Mass Damper (ATMD) based in shape-memory alloy (SMA) elements.” 2016. Web. 11 Apr 2021.

Vancouver:

Nunes JMM. Adaptive Tuned Mass Damper (ATMD) based in shape-memory alloy (SMA) elements. [Internet] [Thesis]. Universidade Nova; 2016. [cited 2021 Apr 11]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/18294.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Nunes JMM. Adaptive Tuned Mass Damper (ATMD) based in shape-memory alloy (SMA) elements. [Thesis]. Universidade Nova; 2016. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/18294

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Illinois – Chicago

30. Yasar, Temel K. Optimal Pulse Sequences for Magnetic Resonance Elastography.

Degree: 2014, University of Illinois – Chicago

 Magnetic Resonance Elastography (MRE) is a non-invasive phase contrast MR imaging method that captures the three-dimensional harmonic wave propagation introduced into subject by external actuators.… (more)

Subjects/Keywords: Magnetic Resonance Elastography; Shear Modulus Estimation; MRE; Optimal Pulse Sequence; SDP; SLIM; Multi-Frequency MRE; Multi-Direction MRE; Stiffness Map; Wave Image; three-dimensional acoustic wave acquisition

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Yasar, T. K. (2014). Optimal Pulse Sequences for Magnetic Resonance Elastography. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/18967

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Yasar, Temel K. “Optimal Pulse Sequences for Magnetic Resonance Elastography.” 2014. Thesis, University of Illinois – Chicago. Accessed April 11, 2021. http://hdl.handle.net/10027/18967.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Yasar, Temel K. “Optimal Pulse Sequences for Magnetic Resonance Elastography.” 2014. Web. 11 Apr 2021.

Vancouver:

Yasar TK. Optimal Pulse Sequences for Magnetic Resonance Elastography. [Internet] [Thesis]. University of Illinois – Chicago; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10027/18967.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Yasar TK. Optimal Pulse Sequences for Magnetic Resonance Elastography. [Thesis]. University of Illinois – Chicago; 2014. Available from: http://hdl.handle.net/10027/18967

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

[1] [2] [3]

.